Study on Depositing Process of Check Dam on the Loess Plateau
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Study on Depositing Process of Check Dam on the Loess Plateau
Bulletin of Soiland Water ConservationVol. 25, Issue 6, Pages: 10-13(2006)
作者机构:
1. 西安理工大学水利水电学院,陕西,西安,710048
2. 中国科学院水利部水土保持研究所黄土高原土壤侵蚀与旱地农业国家重点实验室陕西杨凌,712100
3. 长安大学环境工程学院,陕西,西安,710054
作者简介:
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DOI:
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Published:2006
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WEI Xia, LI Zhanbin, LIPeng, et al. Study on Depositing Process of Check Dam on the Loess Plateau[J]. Bulletin of Soiland Water Conservation, 2006, 25(6): 10-13.
DOI:
WEI Xia, LI Zhanbin, LIPeng, et al. Study on Depositing Process of Check Dam on the Loess Plateau[J]. Bulletin of Soiland Water Conservation, 2006, 25(6): 10-13.DOI:
Study on Depositing Process of Check Dam on the Loess Plateau
The deposited volume of each check dam layer was determined by investigating the status of check dams on the loess plateau
digging typical check dams
carrying out the sectional analysis
utilizing reservoir storage and measuring deposited thickness of a layer. Single erosive rainfall was ascertained according to the principle of“more rain
more sediment yield”. Correlation analyses of deposited volume with the maximum rainfall intensity in thirty minutes (I30)
rainfall amount (P)
rainfall erosivity (R) and average rainfall intensity ( I) were made
the re-sult of which indicated close relationships among them. Relationships between deposited volume and the three in-dexes were then established. A good fitting plot between calculated result and observed data was found. The re-search offers a theory basis for the study of water2induced damage.
Precise measurement and caculation of carbon sink on check dams in Loess Plateau——A case study at Gaoxigou small watershed, Yulin City, Shaanxi Province
Characteristics and Approaches of Check Dam Construction in the Xi he River Demonstration District
A Precipitation Forecast Model Based on Regression Analysis and Time Series Analysis
Spatiotemporal Variations of NDVI in Ningxia Hui Autonomous Region
Numerical Simulation for Reducing Slide Erosion in Slope-gully System by Check Dam
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